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Journal of Applied Sciences Research 5(2): 168-180, 2009
© 2009, INSInet Publication
Earthquake Activities along the Lampang-theon Fault Zone, Northern Thailand:Evidence from Paleoseismological and Seismicity Data
Santi Pailoplee, Isao Takashima, Suwith Kosuwan and Punya Charusiri1 2 3 1
Earthquake and Tectonic Geology Research Unit (EATGRU), c/o Department of Geology, Faculty of1
Science, Chulalongkorn University, Bangkok 10330, Thailand
Research Institute of Materials and Resources, Faculty of Engineering and Resources Science, Akita2
University, 1-1 Tegatagakuen, Akita 010-8502, Japan
Environmental Geology Division, Department of Mineral Resources, Rama VI, Bangkok 10400,3
Thailand
Abstract: Within the northern part of Thailand lies the Lampang-Theon fault zone (LTFZ), one of the
most important active fault zones in the region, as testified by historical and instrumental seismicity.
However, the LTFZ has received no detailed study. In this work, two fault segments; the Ton Ngoon and
Ban Mai segments near the Lampang province were clarified by remote sensing and trench-log
interpretations, and chronological investigation including seismicity investigation. From trench-log
interpretations, the Ton Ngoon segment revealed two obvious palaeo-earthquakes which, by
thermoluminescence (TL) and accelerator mass spectrophotometric (AMS) radiocarbon dating of samples,
occurred approximately 1,800 and 3,500 years ago. The rate of the last fault movement was 0.18 mm/yr
with a recurrence interval for large earthquakes of 1,700 years. The Ban Mai segment revealed a single
main palaeo-earthquake which, by TL-dating, occurred some 3,800 years ago with a slip rate of
approximately 0.06 mm/yr. The current seismicity investigation (i.e. b value) of the LTFZ and the Phrae
fault zone (PFZ) revealed a lower b value for the LTFZ which can generate more earthquake activity than
the PFZ. Sliding time window analysis, containing 30 earthquake events and five event shifts, revealed
temporal variations in the b value in the Lampang-Theon fault zone. Three significant drops in the LTFZ
b value down to 1-1.2 coincide with the occurrence of Mw 3-4 earthquakes. Thus these conditions
successfully analyze the b(t) in the LTFZ and can be applied for forecasting the occurrence of small to
intermediate earthquakes in other specific areas.
Key words: Lampang-Theon fault zone; Thermoluminescence dating; Earthquake catalogue; b value;
Thailand.
INTRODUCTION
Northern Thailand is dominated by a large number
of active fault zones such as Mae Chan , Pua ,[1] [2]
Phrae , Mae Tha and Mae Kuang , and Lampang-[3] [4]
Thoen fault zones. These fault zones have revealed[5]
neotectonic activity, possibly in response to the
continuous northward subduction of the Indian plate
beneath the Eurasian plate . The left-lateral Mae[2 ,6]
Chan fault zone indicates the latest fault movement of
1.5 ka, based on Thermoluminescence (TL) and
accelerator mass spectrometry (AMS) radiocarbon
dating . In addition, ground shaking with an intensity[1]
of VII or greater was reported in A.D. 460, 534, and
1715 . The Pua fault zone is a north-striking, west-[7]
dipping normal fault bounding the eastern margin of
the Tertiary Pua basin . The most prominent tectonic[2]
geomorphology along this fault zone is marked by the
steep, west-facing escarpment with triangular facets and
wineglass canyons. These morphotectonic evidences
imply a minimum vertical displacement rate of about
0.6 mm/yr . Within the phrae fault zone (PFZ),[2]
paleoseismological evidence in the southeastern part of
the Phrae basin (the black cross in Fig. 1a), using TL
dating to constrain the chronological data of the fault,
suggested that the Phrae segment (southeastern part of
Phrae basin) is potentially active with a mean
recurrence period of 0.9 Ma and a maximum slip rate
of 0.06 mm/yr . For the Mae Tha and Mae Kuang[3]
fault zones, analysis of the fault traces using enhanced
Corresponding Author: Punya Charusiri, Earthquake and Tectonic Geology Research Unit (EATGRU), c/o Department ofGeology, Faculty of Science, Chulalongkorn University, Bangkok 10330, ThailandTel. (66) 2218-5456 Fax : (66) 2218-5464E-mail : [email protected], [email protected]
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remote-sensing data lead to the suggestion that the Mae
Tha forms a 140 km-long NW-trending trace to the
east of the Chiang Mai basin . Hot springs, which[4 ,8]
represent the present-day tectonic activities, are located
in the southern part of the fault. Along the northern
part, the right-lateral Mae Tha fault trace is apparently
truncated by the NE-SW Mae Kuang fault, which itself
is the trace of a Cenozoic, and perhaps active,
predominantly left-lateral fault with a total slip of
approximately 3.5 km . [4]
The Lampang-Thoen fault zone (LTFZ) (Fig. 1a)
is one of the large fault systems in northern Thailand.
Strong activities were reported along several fault
segments during the Late Quaternary period . The[9]
LTFZ activities control river valleys and are associated
with rifting basins which are bounded by this fault
zones . The detailed study of Quaternary faults in the[10]
LTFZ using remote-sensing interpretation has[5 ]
attracted considerable attention because this fault zone
shows prominent morphotectonics associated with the
faults (i.e. triangular facet and shutter ridge) and is
located close to the populated Lampang provinces (Fig.
1). However, the earthquake hazard parameters (e.g. the
maximum earthquake magnitude, rate of fault slip,
recurrence interval of large earthquakes, the possible
rupture area, including the seismic activities; a and b
values from the Gutenberg-Richter law) of this fault
zone are still controversial, mainly due to insufficient
reliable chronological information about the fault and
the current seismicity activity. We derived these
earthquake hazard parameters along the LTFZ using
both paleoseismological and seismicity approaches. The
main aim of this study was to clarify the earthquake
activities and derive their earthquake hazard parameters,
which are necessary for seismic hazard analysis, along
the LTFZ and nearby areas.
2. Paleoseismological Investigation: In order to derive
the recurrence times between large earthquakes along
the LTFZ, the paleoseismological investigations were
investigated for two prominent fault segments near the
Lampang province; the Ton Ngoon (no. 1 in Fig. 1)
and Ban Mai (no. 2 in Fig. 1) segments.
2.1 Ton Ngoon Segment: Based on enhanced remote
sensing interpretation, the 9 km-long Ton Ngoon
segment is located in the southeastern part of the
Lampang province. The fault lies in an almost E-W
direction cut across the Permo-Triassic rhyolite and
Quaternary colluvium. The series of triangular facets
indicate a normal movement in this fault segment (no.
1 in Fig. 1 b). We excavated a 22-m long and 2-m
wide trench, up to 2.5 m deep on the northern side of
the trench, in a N-S direction across the expected fault
trace at the eastern portion of the Ton Ngoon segment,
at a latitude of 18 12’ N and alongitude of 99 27’ E,û û
(Fig. 1). Based on trench logging, the stratigraphy
shows three colluvium deposits and one unit of in situ
weathered basement rock related to fault movements
(Fig. 2). The bottommost layer (unit D) in the trench
wall, being weathered rhyolite with abundant fractures
and zones of alterations, underlies the thin bed of
gravel to silt layer (unit C). The third layer from the
bottom (unit B) was comprised of fine silt to coarse
sand layer which was only deposited in the northward
section of the trench. The topmost layer (unit A) is
sandy silt mixed with some gravel. Beside a large
number of fractures in the unit D, two earthquake-
induced offsets of sediment layers were recorded in the
trench. F1 (in Fig. 2) is the series of sediment offset
cut through unit D. F2 (in Fig. 2) is the fault which
cuts the sediment layer from the bottom through units
D, C, and B respectively.
2.2 Ban Mai Segment: The NE-SW Ban Mai segment
is 29-km long and extends southward through the
eastern boundary of the Lampang basin (Fig. 1 b). The
Ban Mai segment cuts across the Triassic sand to silt
and was covered by colluvium and terrace deposits in
the Quaternary period . Several streams crossing the[5]
Ban Mai segment exhibit wine-glass canyons which
indicate uplifting of the footwall in a normal fault
system . The series of triangular facets and shutter[2]
ridges are conspicuous along the fault trace (Fig. 1 b).
We excavated a 8-m long, 1.5-m wide, and 2.5-m deep
trench in the southern part of the segment, at latitude
18 13’ N and longitude 99 32’ E, (Fig. 1), from whichû û
seven detailed stratigraphic sequences could be
identified in both side walls of the trench (A – G in
Fig. 3). All seven of the layers are matrix supported by
clay. The bottommost layer (unit G) is gravel mixed
with yellowish brown clay and is overlain by the
gravel bed (unit F). Thereafter, gravel mixed with
yellowish brown clay (same as unit G) was deposited
and classified as unit E. The next upper layer (unit D)
is the lateritic gravelly clay overlaid by sandy clay
(unit C), gravelly clay (unit B), and top soil layers
(unit A) of sand, silt or clay, respectively. Besides
some sediment fractures that are dominate in unit E,
one obvious fault can be categorized which cuts across
sediment units G, F, E and up to D (Fig. 3). This
prominent fault vertically shifts the sediment layers and
illustrates normal faulting.
3. Geochronological Investigations: As mentioned
above, chronological data and in particular the date
which individual earthquake events occurred and the
rate of the fault slip are of significant importance for
the interpretation of seismic hazard parameters. After
investigating the sediment layer associated with the
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Fig. 1: Map of Northern Thailand showing the locations of possible active faults, earthquake distribution and
location of Ton Ngoon (no. 1) and Ban Mai (no. 2) trenching; close up satellite image showing Ton
Ngoon (no. 1) and Ban Mai (no.2) Faults and trenching location (white triangular).
fault, we collected two types of material;
sediment samples and organic fragments for TL
and AMS radiocarbon dating. For Ton Ngoon
segment, we collected seven sediment samples
and four organic fragments (as shown in the
sampling location in Fig. 2). In the case of the
Ban Mai segment, the organic fragments for
radiocarbon dating were insufficient. We, therefore,
collected six well- preserved sediment samples
from both sides of the identified fault, for a TL
dating based approach (see the location of collected
samples in Fig. 3).
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Fig. 2: Log stratigraphy of the west wall of Ton Ngoon trench showing characteristics of the sediment deposits,
faults, and the sampling points for dating analysis.
3.1 Ams-Radiocarbon Dating: For AMS-radiocarbon
dating, we stripped the outer parts and conducted a
routine cleaning method to prevent possible
contamination of the organic samples. The treated
samples were over 20 g in dry weight. The samples
were analyzed by the Accelerator Mass Spectrometry
Laboratory at the University of Arizona, USA, and the
results are summarized in Table 1.
3.2 Thermoluminescence-TL Dating: For the TL
dating approach, we adapted the quartz inclusion
technique for operating the sample treatment (Fig. 4).[15]
The bulk of the sediment sample was dried to evaluate
the water content, and then ~300 g by weight sieved
through 840 um mesh filters for annual dose
evaluation. Thereafter, a grain size fraction of 74 to
250 um was extracted by re-sieving from the remaining
sample portion, and then immersed in hydrochloric acid
(35 %) for at least 30 minutes to remove the carbonate
and organic matter, followed by 24 % hydrofluoric acid
to dissolve feldspar and to etch the alpha-affected
surface of quartz . Magnetic minerals were finally[11]
eliminated by an isodynamic magnetic separator. X-ray
Diffraction (XRD) analysis was used to detect feldspar;
and hydrofluoric acid etching was repeated until the no
feldspar peak was detected by XRD, which was taken
to represent the complete removal of feldspar
components.
Artificial irradiation of the section was performed
by a beta source. Ten hours of natural sunlight
bleaching is assumed to be complete bleaching to the
residual level . The regeneration technique is[12] [13]
suggested for evaluating the equivalent dose for
avoiding the saturation phenomena of TL signals that
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Fig. 3: Log stratigraphy of the south wall of Ban Mai trench showing characteristics of the sediment deposits,
faults, fracture and the sampling points for dating analysis.
Table 1: AM S radiocarbon dating of organic fragments collected from the Ton Ngoon trench.
Sample No. Depth (cm) Fraction dated Weight (g) fraction of C-13 C-14(Year BP) C-14 calibrated
modern (Fm ) (Year BP)
C1 70 Organic residue 1.86 0.7999 ± 0.0035 -24.69 1,793 ± 35 1,758-1,828
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C2 120 Organic residue 2.65 0.7855 ± 0.0035 -27.77 1,940 ± 35 1,905-1,975
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
C3 150 Organic residue 1.24 0.6055 ± 0.0029 -26.45 4,030 ± 39 3,991-4,069
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
C4 65 Organic residue 0.52 0.4809 ± 0.0025 -26.25 5,882 ± 42 5,840-5,924
are frequently found when using the total bleachtechnique . TL-intensity measurements were[ 1 2 ]
determined using the high quality TL instrument atAkita University, Japan, and the results of equivalentdose portion are summarized in Table 2.
For the total dose rates (annual dose), theconcentrations of U, Th and K were analyzed from thegamma spectrometry at Akita University. Both beta andgamma dose rates were calculated using the formulaeof Bell . A small correction for water content has[14]
been applied to both the beta- and the gamma-measured dose rates according to Zimmerman . A[15]
beta attenuation factor of 0.84, caused by the grainsize, was considered appropriate to allow for the betadose attenuation within the selected size of quartzgrains , whilst the cosmic ray contribution was taken[11]
as 0.15 mGy/yr . The annual dose and TL dating[1 6]
results are summarized in Table 2.
3.3 Comparison of Tl Dating and Other ScientificDating: The slip rates and recurrence periods in faultzones can be determined if the deformed deposits arereliably dated . For the Ton Ngoon trench, AMS[17 ]
radiocarbon and TL ages can be used to cross checkeach other. However, for the Ban Mai trench there wasa lack of independent age control with only TL dataavailable for aging. Therefore, in order to test thereliability of the TL dating at the Ban Mai trench, wecompared the TL and AMS radiocarbon derived agesfrom the Ton Ngoon trench. These results, togetherwith other widely accepted aging methods fromselected samples of the same sedimentary layers fromvarious places in Thailand, were compared (Table 3).The added data consists of sediments which are relatedto the fault along the active Mae Chan Fault ,[5]
sediment samples from the Mae Hong Son landslide,subsidence-prone area , brick samples from the Thung [18]
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Table 2: TL dating of sediment samples collected from the Ton Ngoon and Ban M ai trenches.
Sample No. U(ppm) Th(ppm) K(%) Water content Annual dose Equivalent dose TL ages
(%) (Gy/ka) (Gy) (Year BP)
Ton Ngoon segment
T1 1.59 6.37 1.25 10 3.27 4.90 1,500 ± 20
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
T2 1.66 7.76 1.26 15 3.36 6.72 2,000 ± 110
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
T3 1.84 6.88 1.30 15 3.38 11.83 3,500 ± 80
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
T4 2.10 8.45 1.25 12 2.30 8.88 3,868 ± 649
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
T5 2.27 8.41 1.34 15 2.29 9.52 4,158 ± 1,838
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
T6 1.40 6.91 1.20 22 2.84 11.93 4,200 ± 160
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
T7 1.78 7.67 1.40 19 3.41 20.80 6,100 ± 170
Ban M ai segment
M 1 2.60 11.92 1.42 14 4.75 18.05 3,800 ± 140
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
M 2 2.38 12.93 1.46 14 4.83 22.70 4,700 ± 450
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
M 3 2.65 13.47 1.60 10 4.52 28.47 6,300 ± 900
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
M 4 2.71 13.29 1.28 10 5.14 40.09 7,800 ± 750
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
M 5 2.64 16.55 1.25 13 5.46 218.40 40,000 ± 3,000
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
M 6 2.51 15.94 1.50 10 5.67 102.06 18,000 ± 2500
Fig. 4: Simplified flow chart illustrating the laboratory analysis applied in TL dating.
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Table 3: Geochronological comparison between TL dating and the other scientific dating in Thailand.
Location M aterial TL technique Age(yr) Error(yr) Ref. M aterial Other methods Age(yr) Error(yr) Ref.
[1] Se R 765 200 1 Ch P-AMS 515 - 1
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[1] Se R 985 150 1 Ch C-14 950 90 1
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[1] Se R 3,700 500 1 Ch P- AM S 3,745 - 18
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[2] Se R 242 - 1 Ch C-14 230 - 1
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[3] Sh TB 37,200 5,000 9 Bi AM S 43,480 50 38
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[3] Sh TB 38,400 6,000 9 Bi AM S 43,480 50 38
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[3] Sh TB 38,600 5,000 9 Bi AM S 43,480 50 38
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[4] Se R 9,980 120 18 Bo AM S 12,100 60 18
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[4] Ca R 13,422 - 18 Ch AM S 13,160 75 18
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[4] Se R 22,257 - 18 Sh AM S 22,150 60 18
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[5] Se R 2,980 180 18 Ch AM S 2,870 80 18
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[6] B TB 538 15 33 Ch C-14 455 85 37
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[6] St TB 519 17 33 Ch C-14 455 85 37
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[7] Te TB 745,000 55,000 35 Te Ar 770,000 20,000 34
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[8] Te TB 650,000 160,000 36 Te K 725,000 25,000 31
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 4,158 1,838 *** Se TB 5,011 1,403 ***
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 3,868 649 *** Se TB 3,690 1,011 ***
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se TB 3,690 1,011 *** Se R 3,500 180 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 3,868 649 *** Se R 3,500 180 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 4,158 1,838 *** Se R 4,200 160 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se TB 5,011 1,403 *** Se R 4,200 160 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 3,868 649 *** Ch AM S 4,030 39 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se TB 3,690 1,011 *** Ch AM S 4,030 39 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 6,100 170 5 Ch AM S 5,882 42 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 2,000 110 5 Ch AM S 1,940 35 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 1,500 20 5 Ch AM S 1,793 35 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[9] Se R 3,500 180 5 Ch AM S 4,030 39 5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[10] B Ad 886 194 12 Ta Re 1,150 50 32
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[10] B R 1,080 263 12 Ta Re 1,150 50 32
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[10] B Ad 712 282 12 Ta Re 1,150 50 32
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[10] B R 818 85 12 Ta Re 1,150 50 32
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[10] B Ad 994 394 12 Ta Re 1,150 50 32
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
[10] B R 1,142 119 12 Ta Re 1,150 50 32
Description of the abbreviation in table 3
Ref. = References;
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*** = Result from Ton Ngoon segment
M aterial
Dating method
AM S = AM S radiocarbon dating K = K/Ar dating Re = Relative age dating
Tuk archaeological site, Phang Nga province , and12
samp les fro m the excava ted land fi l l a rea ,
Samutphrakarn province .[9]
The TL ages were plotted against the AMS
radiocarbon and other scientific ages from the nearest
stratigraphic level. If AMS and TL dates corresponded
exactly, they would fall on the black solid straight line
(Fig. 5). Indeed, there was found to be a very strong
almost exact linear correlation between TL and AMS
radiocarbon ages (Fig. 5c). In the case of the whole
comparison, the TL ages have been entered as obtained
and the corresponding AMS - TL age has been
interpolated. It therefore seems clear (Fig. 5) that the
TL-derived ages are congruent with the other aging
methodologies as a whole, whilst this strong agreement
between TL and other dating methods (R2 =0.92 -
0.99) implies that TL dating is a valid and powerful
dating method to age samples in both geological and
archaeological applications. Consequently, we suggest
that the TL dates evaluated from the Ban Mai trench
are also likely to be trustworthy and meaningful for the
evaluation of the earthquake parameters in the next
section.
3 .4 Earthquake H azard P ara meters from
Paleoseismological Investigation: For seismic hazard
analysis, the necessary and required information which
can be evaluated from paleosiesmic investigations
consists of the maximum earthquake magnitude ( max),m
frupture area (A ), slip rate (S), and recurrence interval
of the large earthquake (RI).
mm ax, To determine the possible we utilized the
relationship between moment magnitude (Mw) and fault
rupture length at surface (SRL) as per equation 1 .[19]
The SRL used for the Mw evaluation is taken from the
total length of Ton Ngoon and Ban Mai fault segments.
After that, we also evaluated the Af by using the
empirical relationship between the obtained Mw (from
equation 1) and Af 19 in equation 2.
Mw= 5.08+1.1 6log(SRL) (1)
fMw= 4.07+9.8log(A ) (2)
where Mw is the moment magnitude, SRL is the
surface rupture length of fault (km), and Af is the
rupture area of the fault (km ) 2
Based on satellite image interpretation, the
morphotectonic data show that Ton Ngoon and Ban
Mai segments have a SRL of nine and 29 km,
respectively. As a result, the Ton Ngoon segment can
generate an earthquake with a maximum Mw of around
6.2 and an estimated Af around 1.6 km .2
For the Ban Mai segment, we estimated the
maximum earthquake of up to Mw 6.8 with an Af of
around 1.9 km .2
The slip rate has been defined as the rate of slip
of a fault averaged over the time period 20 involving
earthquakes. The slip rate can be estimated using the
cumulative offset of dated deposits. Assuming both that
the slip rate of a fault is constant over the period of
observation and that there is no creep, then the slip
rate is a linear function of displacement.
In this study, the fault (F2 in Fig. 2) exposed in
the Ton Ngoon trench shows the obvious offset
sediment layer of about 30 cm. Based on our dating
information, the estimated time span of elastic rebound
for the single earthquake (F2 in Fig. 2) is about 2,600
years (ca. 3,500-1,800 years). Consequently, the rate of
fault movement at the Ton Ngoon trench is ~0.18
mm/yr. In the Ban Mai trench, the vertical offset of
sediment layers related with the fault is 15 cm and the
slip time is 2,500 years (ca. 6,300-3,800 year), yielding
a calculated slip rate of ~0.06 mm/yr.
We derived the large earthquake recurrence period
of the Ton Ngoon segment from evaluation of the
chronological dates of the two recent earthquake
events. Based on these earthquake events being 3,500
and 1,800 years ago for F1 and F2, respectively, the
recurrence interval of the Ton Ngoon segment can be
estimated around 1,700 years (ca. 3,500-1,800 years).
However, with only a single recent evident earthquake
in the Ban Mai trench, this is in-sufficient to estimate
the large earthquake recurrence interval.
4. Seismicity Investigation: Although earthquake
catalogues cover very short time periods compared to
paleoseismological data, the instrument recorded
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Fig. 5: Calibration graph showing the relationship between TL ages (ka) and other scientific ages (ka) from Table
3.
earthquake records still provide indispensable data for
seismic hazard analysis. In this study, we evaluated
several earthquake parameters that are required for
seismic hazard analysis using earthquake records in the
catalogues. The evaluation of the seismicity (earthquake
catalogue) data was based on a modification to the
published method , as follows: [21]
- Firstly, we collected earthquake records from
various earthquake catalogues such as Incorporated
Research Institutions for Seismology (IRIS),
Harvard University, Centroid - Moment Tensor
Project (CMT), and the Thai Meteorological
Department (TMD). Thereafter, a composite
earthquake catalogue was constructed and
overlapping earthquake events were eliminated.
- Next, because the composite earthquake catalogue
contained various earthquake magnitude scales (i.e.
mb, Ms, ML and Mw) all of these magnitude
scales were converted to the moment magnitude
(Mw) which represents physical properties of the
earthquake source and avoids the "saturation
phenomenon" at large seismic moments , [22]
- For the seismic hazard analysis, independent
earthquake (main shock) events must be served .24
To satisfy this requirement, the obtained
earthquakes catalogue needed to be de-clustered by
removing foreshocks and aftershocks. De-clustering
the foreshock and aftershock sequences was
performed using the assumption of Gardner and
Knopoff .[25]
- Thereafter, the independent earthquakes located
within the Lampang and Phrae Basins were
identified to represent the earthquake activity in
the respective faults in the LTFZ, including the
PFZ (Fig. 1a).
4.1 Earthquake Hazard Parameters from Seismicity
Investigation: In this section, earthquake hazardparameters, including the earthquake activity (a and b
values) in the Gutenberg-Richter (G-R) relationship,and the minimum earthquake magnitude (Mmin), were
evaluated for the LTFZ including the PFZ using theseismicity data from the completeness earthquake
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catalogue. The earthquake activity of the LTFZ andPFZ were quantified using the G-R relationship .[26,27]
(equation 3), which is a key element in estimating theprobability that an earthquake with magnitude M or
larger will occur within a specific time interval.
log( n(M)) = a - bM (3)
where n(M) is the annual frequency of earthquakeswith magnitude M and larger. The constant values a
and b represent the entire seismicity rate and seismicitypotential, respectively.
We estimated the optimal a and b values of theLTFZ and PFZ, those that yield the relationship
between the observed log(n(M)) and M, by using theZMAP software . As shown in Fig. 6a, the LTFZ[21]
indicated a and b values of 2.51 and 0.61, respectively,whereas the PFZ (Fig. 6b) revealed a and b values of
2.6 and 0.77, respectively. For the minimum magnitude (Mmin), we used the
cmagnitude of completeness (M ), evaluated from the G-R relationship, to represent the Mmin for seismic
hazard analysis. The term Mc is defined as themagnitude above which all earthquakes are considered
to be fully reported (Fig. 6). Mmin values weredetermined at Mw~0.3 and 1.2 for LTFZ and PFZ,
respectively.
4.2 Temporal B Value Variation: A decrease orincrease in the b value is interpreted as increased or
decreased stress, respectively, before an approachingearthquake event . As such, the inverse correlation[28,29]
between the amount of stress accumulated in thehypocentral area and the b value is obviously of
particular interest in the forecasting of earthquakes. For the seismicity investigation in this study, we
investigated the b value variation depending on time
(b(t)), A previous study using windows with 50 events
of earthquake, and corresponding increments of five
events, to investigate the b(t) association with the large
earthquakes (Mw 7-9) in the Andaman subduction
region, proposed that large earthquakes occur when b
decreases by more than 0.3-1.0, and suggested that the
variation of the b value can be used as a medium-term
(months- years) earthquake precursor . In this study,[30]
we adapted this method to medium to small sized[30]
earthquakes (Mw 3-4) for finding the relationship
between b value variation and earthquake occurrence.
After several preliminary trails, we decided to
investigate the temporal variations of b values, b(t),
using sliding time windows containing 30 events with
five event shifts at a time. The data are presented in
Fig. 7 which displays the calculated b values as a
function of time for the LTFZ, and reveals three
obvious b value drops (down to 1-1.2) when the Mw
3-4 earthquakes occurred. The first one is in January
1997, the second one during the later half of 1998-
1999 and another in August 1999. We cannot define
whether or not the Mw 4 earthquake that occurred in
May 2000 is caused by the last drop in the b value
because the numbers of earthquake records with time
are reaching to the end of the available earthquake
catalogue.
conclusions: We evaluated the earthquake hazard
parameters in the LTFZ for seismic hazard analysis.
Both paleoseismological and seismicity data were
investigated. We successfully applied multiple dating
methods including TL and AMS radiocarbon dating, for
determination of the geochronological information
associated with paleo-earthquake throughout the slip
rates and recurrence period of the two investigated fault
segments.
Two obvious earthquakes have been identified on
the Ton Ngoon fault segment from detailed trench
investigation which, by TL and AMS radiocarbon
dating, were likely to have occurred 3,500 and 1,800
years BP, with a recurrence interval for large
earthquakes of 1,700 year and an estimated rate of
fault slip of around 0.18 mm/yr for the more recent
paleo-earthquake.
In the Ban Mai trench, only one palaeo-
earthquake event was defined. The slip rate of this
fault is about 0.06 mm/yr based on age information
from TL dating alone. However, the age comparison of
TL with other dating methods reveals a good positive
correlation, with the linear regression of about 0.92-
0.99. This strongly suggests that the TL dating method
is consistent with that of other scientific dating
methods and is sufficient to constrain the chronological
data in both geological and archaeological applications.
We, therefore, summarized that the obtained TL dates
at the Ban Mai trench can provide a close age estimate
on palaeo-earthquake events.
Comparison of the paleoseismological data of the
LTFZ reported here, with that for the adjacent area, the
PFZ , reveals that the LTFZ has a higher potential3
seismic activity than the Phrae side in the sense of a
higher slip rate and a shorter recurrence period. In
addition, the lower a and b values in the LTFZ
compared to those for the PFZ (Fig. 6) implies that the
LTFZ has a higher potential (seismic hazard) to
generate an earthquake than the PFZ in the future.
Finally, by using the suitable sliding time windows
containing 30 events with five event shifts at a time,
the b(t) shows a prominent drop in the b value to 1-1.2
before each earthquake with a magnitude Mw 3-4
occurred. We conclude that, this standard condition is
successful for analyzing the b(t) in the LTFZ and can
be applied for forecasting the occurrence of small to
intermediate sized earthquakes in other specific areas.
177
J. App. Sci. Res., 5(2): 168-180, 2009
Fig. 6: Gutenberg-Richter relationships of earthquake events within a) the Lampang-Thoen and b) the Phrae fault
zone. Triangles indicate the number of earthquakes in each magnitude, whilst squares represent the
cumulative number of earthquakes equal to and larger than each magnitude. Solid lines are the best fit.
Mc is the magnitude of completeness.
Fig. 7 a): Temporal variation of b values. The graphs were calculated by means of sliding time windows
comprising 30 events moving five events at a time. The heavy line indicates mean b values whereas
the dashed lines show the standard deviation. b) Temporal variation of Mw earthquake. The grey lines
mark the relationship between the occurrence of earthquakes with a Mw of more than 4 and the
decreasing b values.
178
J. App. Sci. Res., 5(2): 168-180, 2009
ACKNOWLEDGEMENTS
Our sincere thanks go to Akita University for
support in the equipment section and providing
convenience and comfort during the work in Japan.
Field mapping and trenching of the Ton Ngoon trench
are partially supported by Thailand Research Fund
(TRF). We thank the Office of Atomic Energy for
Peace (OAEP), Thailand, for the section of artificial
irradiation.
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